• 제목/요약/키워드: Lightweight process

검색결과 477건 처리시간 0.023초

초경량 블록암호 PRESENT-80/128의 하드웨어 구현 (A Hardware Implementation of Ultra-Lightweight Block Cipher PRESENT-80/128)

  • 조욱래;김기쁨;신경욱
    • 한국정보통신학회:학술대회논문집
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    • 한국정보통신학회 2015년도 추계학술대회
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    • pp.430-432
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    • 2015
  • 80/128-비트의 마스터키를 지원하는 초경량 블록암호 PRESENT-80/128의 하드웨어 구현에 대해 기술한다. PRESENT 알고리듬은 SPN (substitution and permutation network)을 기반으로 하며 31번의 라운드 변환을 갖는다. 64-비트 데이터 패스를 갖는 단일 라운드 변환 회로를 이용하여 31번의 라운드가 반복처리 되도록 하였으며, 암호화/복호화 회로가 공유되도록 설계하였다. Verilog HDL로 설계된 PRESENT 프로세서를 Virtex5 XC5VSX-95T FPGA로 구현하여 정상 동작함을 확인하였다. 최대 275 Mhz 클록으로 동작하여 550 Mbps의 성능을 갖는 것으로 예측되었다.

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폐콘크리트 미분말 대체율 변화와 입도 변화에 따른 경량기포콘크리트의 특성에 관한 실험적 연구 (An Experimental Study on the Properties of Lightweight Foamed Concrete According to the Replacement Ratio and Particle Size of Waste Concrete Powder)

  • 이대근;한상일;박효진;강철;강기웅;김진만
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2009년도 추계 학술논문 발표대회
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    • pp.121-125
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    • 2009
  • The recycling of waste concrete is increasing for the environment protection and the shortage of aggregate according to the large scale construction project in Korea. The more manufacturing high quality recycled aggregate is produced, the more waste concrete powder generated from the manufacture process of recycled aggregate, and the consideration about the recycling of waste concrete powder is need. Waste concrete powder was used for the partial replacement of silica powder, which is a main raw material for the manufacture of autoclave foamed concrete. According to the results of research, the slurry density, flow, compressive strength mainly depend on the replacement ratio of particle size and waste concrete powder. At the SEM analysis, the more high-waste concrete powder was the less there are generated tobermorite. But we conclude that it is possible to replace WCP as silica source in the manufacture of the lightweight foamed concrete.

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고처리율 파이프라인 LEA 설계 (Design of the High Throughput Pipeline LEA)

  • 이철;박능수
    • 전기학회논문지
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    • 제64권10호
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    • pp.1460-1468
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    • 2015
  • As the number of IoT service increases, the interest of lightweight block cipher algorithm, which consists of simple operations with low-power and high speed, is growing. LEA(Leightweight Encryption Algorithm) is recently adopted as one of lightweight encryption standards in Korea. In this paper a pipeline LEA architecture is proposed to process large amounts of data with high throughput. The proposed pipeline LEA can communicate with external modules in the 32-bit I/O interface. It consists of input, output and encryption pipeline stages which take 4 cycles using a muti-cycle pipeline technique. The experimental results showed that the proposed pipeline LEA achieved more than 7.5 Gbps even though the key length was varied. Compared with the previous high speed LEA in accordance with key length of 128, 192, and 256 bits, the throughput of the pipeline LEA was improved 6.45, 7.52, and 8.6 times. Also the throughput per area was improved 2, 1.82, and 2.1 times better than the previous one.

폐스티로폼과 조강시멘트를 혼입한 경량기포콘크리트의 특성 (Properties of Lightweight Foamed Concrete with Waste Styrofoam and Crude Steel Cement)

  • 박채울;이상수
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2020년도 봄 학술논문 발표대회
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    • pp.77-78
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    • 2020
  • In Korea, more than 30,000 tons of waste Styrofoam are produced every year. Styrofoam is spent more than 500 years decomposing during the reclamation process, so it needs to be recycled. The recycling rate of waste styrofoam continues to be the third highest in the world, but it is lower than that of Germany and Japan. Therefore, measures are needed to increase the recycling rate of waste Styropol. Another problem is that cement is mainly used in existing lightweight foam concrete. However, large amounts of CO2 from cement-producing processes cause environmental pollution. Currently, Korea is increasing its greenhouse gas reduction targets to cope with energy depletion and climate change, and accelerating efforts to identify and implement reduction measures for each sector. In 2013 alone, about 600 million tons of carbon dioxide was generated in the cement industry. Therefore, this study replaces CO2 generation cement with furnace slag fine powder, uses crude steel cement for initial strength development of bubble concrete, and manufactures hardening materials to study its properties using waste styrofoam. As a result of the experiment, the hardening agent replaced by micro powder of furnace slag was less intense and more prone to absorption than cement using ordinary cement. Further experiments on the segmentation and strength replenishment of furnace slag are believed to contribute to the manufacture of environmentally friendly lightweight foam concrete.

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32-bit RISC-V상에서의 PIPO 경량 블록암호 최적화 구현 (Optimized Implementation of PIPO Lightweight Block Cipher on 32-bit RISC-V Processor)

  • 엄시우;장경배;송경주;이민우;서화정
    • 정보처리학회논문지:컴퓨터 및 통신 시스템
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    • 제11권6호
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    • pp.167-174
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    • 2022
  • PIPO 경량 블록암호는 ICISC'20에서 발표된 암호이다. 본 논문에서는 32-bit RISC-V 프로세서 상에서 PIPO 경량 블록암호 ECB, CBC, CTR 운용 모드의 단일 블록 최적화 구현과 병렬 최적화 구현을 진행한다. 단일 블록 구현에서는 32-bit 레지스터 상에서 효율적인 8-bit 단위의 Rlayer 함수 구현을 제안한다. 병렬 구현에서는 병렬 구현을 위한 레지스터 내부 정렬을 진행하며, 서로 다른 4개의 블록이 하나의 레지스터 상에서 Rlayer 함수 연산을 진행하기 위한 방법에 대해 설명한다. 또한 CBC 운용모드의 병렬 구현에서는 암호화 과정에 병렬 구현 기법 적용이 어렵기 때문에 복호화 과정에서의 병렬 구현 기법 적용을 제안하며, CTR 운용모드의 병렬 구현에서는 확장된 초기화 벡터를 사용하여 레지스터 내부 정렬 생략 기법을 제안한다. 본 논문에서는 병렬 구현 기법이 여러 블록암호 운용모드에 적용 가능함을 보여준다. 결과적으로 ECB 운용모드에서 키 스케줄 과정을 포함하고 있는 기존 연구 구현의 성능 대비 단일 블록 구현에서는 1.7배, 병렬 구현에서는 1.89배의 성능 향상을 확인하였다.

XML을 이용한 이기종 CAD 조립체 DMU시스템의 설계 (An XML-based Digital Mock-Up System for Heterogeneous Multi-CAD Assembly)

  • 송인호;정성종
    • 대한기계학회논문집A
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    • 제31권6호
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    • pp.635-643
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    • 2007
  • As many engineers and technicians are involved in the design process of large scale and/or complex products, there are a lot of miss matches and interferences due to designers' faults and several kinds of CAD systems. Recently, CAD systems are applied to verify and check the assembly process. Digital Mock-Up(DMU) system, a tool to build a virtual mock-up in the design stage, has been used to prevent the interferences and miss matches during precision design processes. Using the virtual assembly tool, engineers are able to design precision and interference free parts without physical mock-ups. Instead of a single CAD source, several CAD systems are used to design a complex product. Several organizations are involved in the distributed design environment for heterogeneous multi-CAD assembly. XML and the lightweight CAD file are proposed for the multi-CAD assembly. XML data contains hierarchy of the heterogenenous multi-CAD assembly. STEP PDM schema and STEP ISO 10303-28 formations are applied to construct the XML data. The lightweight CAD file produced from various CAD files through ACIS kernel and InterOp not only contains mesn, B-Rep and topological data, but also is used to visualize CAD data and to verify dimensions. Developed system is executed on the desktop computers. It does not require commercial CAD systems to visualize 3D assembly data. Real-time interference and fitness checks, dimensional verification, and design and assembly verification are performed on the developed system. Assembly of heterogeneous models for a car is conducted to verify the effectiveness of the developed DMU system on the Internet.

다중회귀분석을 이용한 ALC 경도예측에 관한 연구 (ALC(Autoclaved Lightweight Concrete) Hardness Prediction by Multiple Regression Analysis)

  • 김광수;백승훈;정순석
    • 벤처창업연구
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    • 제7권2호
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    • pp.101-111
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    • 2012
  • ALC(Autoclaved lightweight concrete) 제조공정 중에서 예비양생이 완료된 반 경화제품(cake)인 상태에서 탈형을 실시할 때 적절한 탈형 시기가 지난 후에 탈형을 하게 되면 보습력이 떨어지고 절단 시 피아노선이 절단되어 제품에 균열이 발생할 우려가 있다. 이에 본 연구에서는 탈형 시기의 관리기준이 되는 경도(hardness)에 관한 예측을 하기 위해 관련된 변수들 간에 상호관련성을 찾고자 다중회귀분석(multiple regression analysis)을 이용한 연구를 진행하였다. ALC 제조공정의 V/T(Vibration Time)대기, V/T동작, 발포 높이, 경화시간, 타설 온도, Rising, C/S비의 독립변수(Independent variables)들이 종속변수(Dependent variables)인 경도(hardness)에 어떠한 관련성이 있는지를 다중 회귀분석을 이용한 연구를 진행하였다.

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굴착복구용 속경성 경량기포 시멘트 모르타르의 최적 배합 도출을 위한 기초 물성 연구 (Optimized mix design of rapid-set lightweight-formed mortar for backfill)

  • 안지환;전성일
    • 한국도로학회논문집
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    • 제19권1호
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    • pp.1-9
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    • 2017
  • PURPOSES : The objective of this study is to develop an optimized method of mix design for rapid-set lightweight-formed mortar mix. To achieve this objective, the workability, setting time, and compressive strength of mixes under various conditions of mix design were evaluated. METHODS : The water-bonder ratio, fly-ash substitution ratio, and forming agent injection amount were selected as design variables in the study. The fluidity, setting time, density, and strength of the mortar mix were considered as major evaluation criteria of the mixture, and were subsequently utilized to evaluate the characteristics of the mortar mix under various conditions. RESULTS : The observations made from the mix design process are as follows: 1) the air content and fluidity increase as the forming agent ratio and forming agent ratio increase, respectively; 2) the maximum air content is approximately 20%; 3) the accelerating agent decreases the fluidity of the mortar mix by 15% on average; 4) the forming agent injection ratio and fly-ash substitution ratio yield significant effects on the initial and final set times of the mortar mix; 5) as the forming agent injection ratio and fly-ash substitution ratio increase, the compressive strength of the mortar mix decreases; and 6) the 28-day compressive strengths of the forming agent injection ratio and fly-ash substitution ratio yield the most significant effects. CONCLUSIONS : It is concluded that the governing design variables for the rapid-set lightweight-formed mortar mix are the forming agent injection ratio and fly-ash substitution ratio.

Mechanical performance of sand-lightweight concrete-filled steel tube stub column under axial compression

  • Zhang, Xianggang;Deng, Dapeng;Lin, Xinyan;Yang, Jianhui;Fu, Lei
    • Structural Engineering and Mechanics
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    • 제69권6호
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    • pp.627-635
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    • 2019
  • In order to study the axial compression performance of sand-lightweight concrete-filled steel tube (SLCFST) stub columns, three circular SLCFST (C-SLCFST) stub column specimens and three SLCFST square (S-SLCFST) stub column specimens were fabricated and static monotonic axial compression performance testing was carried out, using the volume ratio between river sand and ceramic sand in sand-lightweight concrete (SLC) as a varying parameter. The stress process and failure mode of the specimens were observed, stress-strain curves were obtained and analysed for the specimens, and the ultimate bearing capacity of SLCFST stub column specimens was calculated based on unified strength theory, limit equilibrium theory and superposition theory. The results show that the outer steel tubes of SLCFST stub columns buckled outward, core SLC was crushed, and the damage to the upper parts of the S-SLCFST stub columns was more serious than for C-SLCFST stub columns. Three stages can be identified in the stress-strain curves of SLCFST stub columns: an elastic stage, an elastic-plastic stage and a plastic stage. It is suggested that AIJ-1997, CECS 159:2004 or AIJ-1997, based on superposition theory, can be used to design the ultimate bearing capacity under axial compression for C-SLCFST and S-SLCFST stub columns; for varying replacement ratios of natural river sand, the calculated stress-strain curves for SLCFST stub columns under axial compression show good fitting to the test measure curves.